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Cpt Division Ps Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane With Paved Shoulder And Improvements To Pallore - Sogandy Road Km 0/0-16/8 And Widening Only In Km 4/6-7/0 Including Cd Works, Kanchipuram-Tamil Nadu

Highways Department-HD has published Cpt Division Ps Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane With Paved Shoulder And Improvements To Pallore - Sogandy Road Km 0/0-16/8 And Widening Only In Km 4/6-7/0 Including Cd Works. Submission Date for this Tender is 03-12-2020. Road Work Tenders in Kanchipuram Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

25901777
Corrigendum : Cpt Division Ps Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane With Paved Shoulder And Improvements To Pallore - Sogandy Road Km 0/0-16/8 And Widening Only In Km 4/6-7/0 Including Cd Works
Open Tender
Indian
Tamil Nadu
Kanchipuram
03-12-2020

Tender Details

Cpt Division Ps Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane With Paved Shoulder And Improvements To Pallore - Sogandy Road Km 0/0-16/8 And Widening Only In Km 4/6-7/0 Including Cd Works

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Nov-2020 BOQ CORRIGENDUM BOQ 03-12-2020

Key Value

Document Fees
Refer document
EMD
INR 1910000.0 /-
Tender Value
INR 37.98 Crore /-

BOQ Items

Name of work : Widening from Intermediate lane to Two lane with Paved Shoulder and improvements to Pallore Sogandy road km 0/0 - 16/8 and widening only in km 4/6 - 7/0 Including CD works.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer \na) box cutting for wideneing portion as per MORT&H Rev. V specifications No.111,112,301,305. BI01010001010000000000000515BI0100001112
2 1.1 Road 45904 Cubic Metre
3 2 Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
4 2.1 Road 26336 Square Metre
5 3 Excavation for Roadway Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer\nFormation of embankment using Carted Earth CBR 6 to lead of 10 Km for Berms for filling above sub grade as per MORT&H Rev. V specifications No.111,112,301,305.
6 3.1 Road 9323 Cubic Metre
7 4 Excavation for Roadway Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer\nFormation of embankment using Carted Earth CBR 10 to lead of 10 Km for Berms for filling above sub grade as per MORT&H Rev. V specifications No.111,112,301,305.
8 4.1 Road 9323 Cubic Metre
9 5 Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.
10 5.1 Road 13960 Cubic Metre
11 6 Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material
12 6.1 Road 8870 Cubic Metre
13 7 Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification
14 7.1 Road 40593 Cubic Metre
15 8 Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MORTH Rev. V Specification
16 8.1 Road 162438 Square Metre
17 9 Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer
18 9.1 Road 162438 Square Metre
19 10 Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom - over bituminous surfaces as per MORTH Rev. V Specification
20 10.1 Road 168 Square Metre
21 11 Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory andand tandem rollers to achieve the desired compaction Grading I
22 11.1 Road 14635 Cubic Metre
23 12 Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II
24 12.1 Road 6505 Cubic Metre
25 13 Excavation for Roadway and drainage\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V Specification \nd) Formation of embankment using earth available at site by Box Cutting for forming and raising berms.
26 13.1 Road 13930 Cubic Metre
27 14 Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803)
28 14.1 Road 6300 Square Metre
29 15 Providing and laying fixing reflective road studs of ' Category B' raised pavement markers made out of polycarbonate / ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro relectance and chromaticity values conforming to ASTM D4280 etc complete
30 15.1 Road 8400 Nos
31 15.2 Sub Estimate
32 15.3 1) Reconstruction of single cell box Culvert(2.00m x2.00m) at 0/8 , 2/2, 3/2, 3/4, 4/6, 4/10, 5/4, 6/4(ii), 6/4(iii) 6/8(ii), 6/10, 7/6, 8/2(ii), 8/6, 9/10, 10/8(i), 10/8(ii) of Pallur - sogandy Road
33 15.4 2) Reconstruction of Double Cell Box Culvert (2.0m x 2.0m) @ Km 8/2(i) ,8/10,11/2,12/6 of Pallur - Sogandy Road(MD651
34 15.5 3)Reconstruction of Single Cell Box Culvert (3.0m x 3.0m) @ Km 6/4(i) of Pallur - Sogandy Road(M651)
35 15.6 4)Reconstruction of Three Cell Box Culvert (3.0m x 3.0m) @ Km 6/8(i) of Pallur sogandy Road(M651)
36 15.7 5)Re Construction of RCC box culvert at km 13/8,15/3 of Pallur Sogandy road (3 cells of 3.0 x3.0 M)
37 15.8 6) Re Construction of box culvert In km 12/6,12/9,13/1 of Pallur - Sogandy road (single cells of 2.0 x2.0 m)
38 16 Dismantling / Removal of Cut Stone Slab (or) RCC Cover Slab, clearing away and carefully stacking materials useful for re-use for any thickness of walls etc., complete.
39 16.1 culvert 6/8 (i),(ii) 20.08 Cubic Metre
40 17 Dismantling the existing plain cement concrete and collecting the useful materials for reuse and directly loading the unwanted surplus materials to the trucks and conveying the same to a distance of 10km ans all labour charges for dismantling and disposing etc., complete
41 17.1 culvert 6/8 (i),(ii) 468.56 Cubic Metre
42 18 Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Box Culvert.
43 18.1 Road 5760.08 Cubic Metre
44 19 Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall
45 19.1 Road 452.13 Cubic Metre
46 20 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
47 20.1 Road 1950.65 Cubic Metre
48 21 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Wing wall.
49 21.1 Road 608.44 Cubic Metre
50 22 Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete
51 22.1 Road 177.85 Metric ton
52 23 Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (VRevision)\n
53 23.1 Road 18 nos
54 24 Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour.
55 24.1 Road 48.24 RM
56 25 Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER TOP SLAB.
57 25.1 Road 1201.32 Square Metre
58 26 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet
59 26.1 Road 905.48 Cubic Metre
60 26.2 SUB ESTIMATE
61 26.3 7)Construction of Retaining Wall at km 6/600 - 8/4 of Pallur - Sogandy Road (M651)
62 26.4 8)Construction of Retaining wall at km 13/0 - 13/800 of Pallur - Sogandy road
63 26.5 9)Construction of retaining wall at km 15/0 - 15/4 of Pallur - Sogandy road
64 27 Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shorting and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, cleaning up the site and disposal of all surplus materials etc., complete as per standard specification for Retaining wall.
65 27.1 (507+294+522) 1323 Cubic Metre
66 28 Filling with Quarry fines including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course.
67 28.1 (108.70+63+314) 485.7 Cubic Metre
68 29 Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Base course.
69 29.1 (313.20+63+108.70) 484.9 Cubic Metre
70 30 Vibrated Reinforced cement concrete of M 20 grade (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Retaining wall.
71 30.1 (1908.4+496+669) 3073.4 Cubic Metre
72 31 Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour.
73 31.1 (983.40+170+340.80) 1493.2 Running Metre
74 32 Calculation of SubTotal, GST and Total Amount carried out by system automatically
75 32.1 Basic cost of value put to tender as per estimate 1 (A)
76 32.2 Add GST at 12% 1 (B)
77 32.3 Total Value put to Tender 1 (A+B)
78 32.4 Quoted value 1 (D)
79 32.5 Final Quoted Value 1 (E)
80 32.6 Add GST at 12% of Final Quoted Value 1 (F)
81 32.7 Total Value of Contract Including 12% of GST 1 (E+F)
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